Schubfestigkeit und Durchstanzen von Platten ohne Querkraftbewehrung

A general calculation model is developed and described starting from the effective load-carrying mechanisme of edge- and point supported (punching shear) slabs. This leads to a simplified and practical design process for shear. This method, originally developed for the new Swiss code SIA 262, is explained and compared to the DIN 1045-1 code through parametric studies and application examples.


Published in:
Beton- und Stahlbetonbau, 98, No 2, 74-84
Year:
2003
Publisher:
Berlin, Germany, Beton- und Stahlbetonbau
Keywords:
Note:
Berlin, Germany
Laboratories:




 Record created 2007-09-12, last modified 2018-03-16

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